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2515 & 2517 N Cotter St - Plan
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Last modified
6/6/2025 1:19:14 PM
Creation date
6/6/2025 1:18:27 PM
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Permit Number
101120876
101120877
101120878
Full Address
2517 N Cotter St
2515 N Cotter St
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2X STUD WALL <br />STUCCO <br />18" MIN <br />U.N.O <br />2X FASCIA <br />5/8" TYPE "X" U.N.O <br />WHERE 1HR RATED <br />EAVE OCCURS <br />WATER PROTECTION <br />MEMBRANE ( ICE DAM <br />PROTECTION WHERE <br />REQ'D) <br />ROOF SHEATHING <br />ROOFING MATERIAL <br />ROOFING RAFTER PER <br />STRUCTURAL PLAN <br />2X DOUBLE TOP PLATE <br />SHEAR WALL WHERE <br />OCCURS ON PLAN <br />METAL DRIP EDGE <br />GYPSUM BOARD W/ <br />SEMI-VAPOR PERMEABLE <br />(LATEX) PAINT <br />INSULATION AS <br />NOTED PER PLAN <br />ROOF TRUSS BY <br />OTHERS <br />INSULATION AS <br />NOTED PER PLAN <br />1. 1-HOUR WALL REQ'D <br />WHERE < 5'-0" TO ⅊ <br />2. NO OPENINGS ALLOWED IF <br />< 3'-0" TO ⅊ <br />3. BETWEEN 3'-0" AND 5'-0" <br />WALL AREA CAN HAVE 25% <br />MAXIMUM OPENING <br />STUCCO <br />5/8" TYPE "X" ON BOTH <br />SIDE OF WALL WHERE <br />1HR RATED WALL IS <br />REQUIRED <br />5/8" TYPE "X" ON BOTH <br />SIDE OF WALL WHERE <br />1HR RATED WALL IS <br />REQUIRED <br />RADIANT BARRIER PER T24 <br />EMITTANCE OF 0.05 OR LESS <br />1" <br />min <br />PROVIDED BETWEEN ATTIC INSULATION <br />AND ROOF SHEATHING WHERE <br />EAVE OR CORNICE <br />VENTS ARE INSTALLED <br />BLOCKING BRIDGING & INSULATION <br />SHALL NOT BLOCK AIR FLOW <br />CONCRETE SLAB ON <br />GRADE PER STRUCTURAL <br />P.T. 2X PLATE <br />2X STUDS PER <br />STRUCTURAL <br />INSULATION PER T24 <br />5/8" TYPE "X" GYP. BOARD <br />CEILING JOIST PER <br />STRUCTURAL <br />GYP. BOARD AT GARAGE <br />FINISH FLOOR WHERE <br />OCCURS <br />HILTI "DN" POWER DRIVEN <br />PINS @ 16" O/C (ICBO #2388) <br />OR APPROVED EQUAL <br />(2) 2X TOP PLATES W/ <br />16D @16" O/C STAGGERED <br />2X NAILERS AS NEEDED <br />(1) LAYER 5/8" GYP. BOARD <br />W/ 1-1/2" SCREWS @ 8" MAX. <br />AT LIVING SPACE <br />INSULATION PER T24 <br />GARAGE <br />LIVING SPACE <br />FINISH FLOOR WHERE <br />OCCURS <br />(2) 2X TOP PLATES <br />W/ 16D @ 16" O/C <br />STAGGERED <br />2X NAILERS AS NEEDED <br />2X PLATE W/ 16D @ 16" <br />O/C STAGGERED <br />2X STUDS <br />PER STRUCTURAL <br />5/8" GYP. BOARD BOTH <br />SIDES W/ 1-1/2" SCREWS @ <br />8" MAX <br />CEILING ASSEMBLY AND <br />INSULATION PER PLAN <br />(2) 2X TOP PLATES W/ <br />16D @ 16" O.C STAGGERED <br />EXTERIOR FINISH <br />PER PLAN <br />PLYWOOD SHEATHING PER <br />STRUCTURAL <br />5/8" GYP. BOARD W/ 1-1/2" <br />SCREWS @ 8" MAX. <br />CEILING INSULATION <br />PER T24 <br />CEILING ASSEMBLY <br />PER STRUCTURAL <br />2X PLATE W/ 16D @ 16" <br />O.C STAGGERED <br />2X STUD PER STRUCTURAL <br />INSULATION PER T24 <br />FINISH FLOOR WHERE <br />OCCURS <br />A MINIMUM OF ONE LAYER OF NO. 15 <br />ASPHALT FELT, FREE FROM HOLES AND <br />BREAKS, COMPLYING WITH ASTM D 226 <br />FOR TYPE 1 FELT SHALL BE APPLIED <br />OVER STUDS OF ALL EXTERIOR WALLS. <br />SPECIFY THAT TWO LAYERS OF GRADE <br />D OR 60 MINUTE GRADE D PAPER SHALL <br />BE APPLIED OVER ALL WOOD BASE <br />SHEATHING. (CRC R703.2) <br />4" <br /> <br />M <br />I <br />N <br />. <br />WHERE OCCURS A <br />MINIMUM 0.019” <br />(NO. 26 GALVANIZED <br />SHEET GAGE) <br />CORROSION-RESISTANT <br />OR PLASTIC WEEP <br />SCREED LOCATED <br />BELOW FOUNDATION <br />PLATE LINE AND <br />4 INCHES ABOVE GRADE <br />ON ALL EXTERIOR STUD <br />WALLS OR 2-INCHES <br />ABOVE PAVED <br />AREAS. (CRC R703.6.2.1)8" <br /> <br />M <br />I <br />N <br />P.T 2X SILL PLATE <br />ASSUMED PROPERTY LINE <br />1 HR CONSTRUCTION PER <br />GA FILE NO. FC 5407 AT FLOOR/ <br />CEILING BETWEEN GARAGE AND <br />LIVING AREA <br />CONCRETE SLAB ON GRADE <br />AND FOOTING PER STRUCTURAL <br />2X STUD PER STRUCTURAL <br />INSULATION ON BOTH <br />BOTH SIDES PER T-24 <br />5/8" TYPE "X" GYP. BOARD <br />BOTH SIDES OF EACH WALL <br />PLYWOOD SHEATHING PER <br />STRUCTURAL <br />(2) LAYERS 5/8" TYPE "X" <br />GYP. BOARD AT GARAGE <br />ONLY - SEE <br />INSULATION PER T-24 <br />FRAMING PER STRUCTURAL <br />A MINIMUM OF ONE LAYER OF NO. <br />15 ASPHALT FELT, FREE FROM <br />HOLES AND BREAKS, COMPLYING <br />WITH ASTM D 226 FOR TYPE 1 <br />FELT SHALL BE APPLIED OVER <br />STUDS OF ALL EXTERIOR WALLS. <br />SPECIFY THAT TWO LAYERS OF <br />GRADE D OR 60 MINUTE GRADE D <br />PAPER SHALL BE APPLIED OVER <br />ALL WOOD BASE SHEATHING. <br />(CRC R703.2) <br />WHERE OCCURS A <br />MINIMUM 0.019” <br />(NO. 26 GALVANIZED <br />SHEET GAGE) <br />CORROSION-RESISTANT <br />OR PLASTIC WEEP <br />SCREED LOCATED <br />BELOW FOUNDATION <br />PLATE LINE AND <br />4 INCHES ABOVE GRADE <br />ON ALL EXTERIOR STUD <br />WALLS OR 2-INCHES <br />ABOVE PAVED <br />AREAS. (CRC R703.6.2.1) <br />4" <br /> <br />M <br />I <br />N <br />. <br />WALL ASSEMBLY: UL309 <br />8" <br /> <br />M <br />I <br />N <br />5/8" TYPE "X" GYP. BOARD <br />ELECTRICAL OUTLET <br />5/8" TYPE "X" GYP. BOARD <br />UNINTERRUPTED 1 HR MEMBRANE <br />(2) SOLIDS 2XS VERTICAL <br />AT BROKEN MEMBRANE <br />ASSUMED PROPERTY LINE <br />5/8" TPYE "X" GYP. BOARD <br />SIDING PER ELEVATION <br />2X STUDS PER STRUCTURAL <br />PLYWOOD SHEATHING PER <br />STRUCTURAL <br />WALL ASSEMBLY: UL309 <br />5/8" TYPE "X" GYP. BD. <br />FIBER GLASS BATT INSULATION <br />(NOT REQUIRE FOR FIRE OR <br />SOUND RATING) <br />5/8" TYPE "X" GYP. BD. <br />2X4 WOOD STUDS AT 16" O.C <br />NOTE: ONE LAYER 5/8" TYPE "X" GYP WALLBOARD OR GYP VENEER BASE APPLIED <br />PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 WOOD STUDS 16" O.C WITH 1-1/4" <br />TYPE W/ DRYWALL SCREWS 12" O.C JOINTS STAGGERED 16" ON OPPOSITE SIDES <br />FIRE RATING: 1 HR <br />SOUND RATING: 35 TO 39 STC <br />ASSEMBLY: UL305 <br />5/8" TYPE "X" GYP. BD. <br />5/8" TYPE "X" GYP. BD. <br />2X4 WOOD STUDS AT 16" O.C <br />5/8" TYPE "X" GYP. BD. <br />FIBER GLASS BATT INSULATION <br />(NOT REQUIRE FOR FIRE OR <br />SOUND RATING) <br />2X4 WOOD STUDS AT 16" O.C <br />PLYWOOD SHEATHING PER STRUCT <br />NOTE: ONE LAYER 5/8" TYPE "X" GYP WALLBOARD OR GYP VENEER BASE APPLIED <br />PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4 (MIN - PER STRUCTURAL) WOOD <br />STUDS 16" O.C WITH 1-1/4" TYPE W/ DRYWALL SCREWS 12" O.C JOINTS STAGGERED 16" <br />ON OPPOSITE SIDES. <br />LOAD BEARING. <br />FIRE RATING: 1 HR <br />SOUND RATING: 35 TO 39 STC <br />ASSEMBLY: UL309 <br />7/8" STUCCO <br />5/8" GYP. BD. <br />THERMAL INSULATION <br />7/8" STUCCO <br />PLYWOOD SHEATHING <br />PER STRUCTURAL DRAWINGS <br />2X WOOD STUDS PER STRUCT <br />NOTE: SEE STRUCTURAL DRAWINGS FOR NAILING SCHEDULE PLYWOOD <br />INTERIOR <br />EXTERIOR <br />T.O CAP <br />HT. WILL VARY <br />SEE A SHEETS FOR FINAL HT. <br />1 <br />1 <br />/ <br />2 <br />" <br />3/4" <br />FINISH FLOOR WHERE OCCURS <br />5/8" GYPSUM BOARD. REFER TO <br />INTERIORS FOR ANY WOOD <br />PLANKING OR OTHER ITEMS <br />ADHERED TO SURFACE. <br />SEE FINISH PLAN <br />AND FINISH SCHEDULE. <br />2X WOOD STUD - TYP <br />REFER TO DIMENSION <br />PLAN AND STRUCT <br />1X WOOD TOP <br />OR SIMILAR, TYP. <br />MITER CORNERS <br />2X BOT. PLATE W (1) 3/4" DIAM. LAG <br />BOLTS @ 8" O.C, 4" MIN <br />EMBEDMENT <br />MA <br />I <br />N <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />: <br />25 <br />1 <br />7 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />B <br />A <br />O <br /> <br /> <br />P <br />H <br />A <br />M <br /> <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />LICENSED ARCHITECT <br />STATEOF CALIFORNIA <br />C-39025 <br />REN. 08/31/25 <br />BAO PHAM <br />ARCHITECT OF RECORD: <br />BAO PHAM, RA <br />13 <br />1 <br />0 <br /> <br />N <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br /> <br />| <br /> <br /> <br />b <br />a <br />o <br />@ <br />b <br />p <br />d <br />o <br />- <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />. <br />c <br />o <br />m <br /> <br /> <br />| <br /> <br /> <br />7 <br />1 <br />4 <br />. <br />4 <br />5 <br />7 <br />. <br />0 <br />4 <br />3 <br />6 <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />ISSUANCE <br />Designed plans and specifications <br />represented by these drawings are <br />properties of BPDO and were <br />developed for use in connection with <br />each particular project. None of these <br />plans and ideas shall be used, <br />duplicated, disclosed, in part or in <br />whole, without written permission of <br />BPDO. <br />2024.06.28 PLANNING SUBMTTAL <br />2024.08.05 CYCLE 1 SUBMITTAL <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />: <br />25 <br />1 <br />5 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />WALL TYPE <br />A3.0SCALE:12 <br />TYPICAL WALL SECTION <br />AT PROPERTY LINE WALL <br />1" = 1'-0" <br />SCALE:7 1 HR PARTITION & CEILING @ GARAGE <br />1" = 1'-0" <br />SCALE:8 TYPICAL NON-RATED INT. PARTITION <br />1" = 1'-0" <br />SCALE:9 TYPICAL NON-RATED EXT. WALL <br />1" = 1'-0" <br />7 <br />A3.0 <br />INSULATION : R15 <br />PER T24 <br />R15 PER T24 <br />INSULATION : R30 <br />R30 <br />INSULATION: R15 <br />INSULATION : R30 <br />INSULATION : R15 <br />SCALE:4 TYPICAL PROPERTY LINE WALL PLAN <br />1" = 1'-0" <br />SCALE:6 TYPICAL 1 HR INT. PARTITION <br />1-1/2" = 1'-0" <br />SCALE:3 TYPICAL NON-RATED INTERIOR PARTITION <br />1-1/2" = 1'-0"SCALE:5 TYPICAL 1 HR PROPERTY LINE WALL <br />1-1/2" = 1'-0" <br />SCALE:1 TYPICAL NON-RATED EXTERIOR WALL <br />1-1/2" = 1'-0" <br />12 <br />A3.0 <br />SCALE:10 EAVE FRAMING / FIRE RATED U.N.O <br />1" = 1'-0" <br />9 <br />A3.0 <br />R38 PER T24 <br />NOTE: <br />WOOD SILL PLATE SHALL BE MIN. 8” ABOVE ADJACENT GRADE. (CBC 2304.12.1.2) <br />SCALE:3 TYPICAL PONY WALL <br />1-1/2" = 1'-0" <br />2515 & 2517 N <br />Cotter St5/1/2025
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